The invention discloses a tunnel portal upward slope anchor rod design method and device based on a generalized
logarithmic spiral failure model, and the method comprises the steps: introducing a friction
weight coefficient to represent the contribution weight of an
internal friction angle in the strength of a rock-soil body, constructing the generalized
logarithmic spiral failure model, and uniformly representing the spatial form characteristics of various rock-soil body fracture surfaces; based on the generalized
logarithmic spiral damage model, a limit equilibrium
analysis method is adopted, the center point of the generalized logarithmic spiral sliding surface is used as the center of moment, and tunnel upward slope
safety coefficient mechanical expression is established; solving the most unfavorable sliding surface and the
safety coefficient by adopting a gridding search analysis optimization method; the end wall anchor rods are included in a limit equilibrium
system, the
safety coefficient increment is calculated and converted into total additional resisting moment, the total additional resisting moment is distributed to all the upward slope anchor rods and the end wall anchor rods, the design
bearing capacity of the single anchor rod is determined, and anchor rod
parameter design is completed; according to the method, various rock-soil body fracture surface spatial form descriptions are unified, slope sliding and end wall treatment are considered as a whole, anchor rods are designed, and the integrity and reliability of reinforcing design are improved.